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A simplified finite-element approach for the analysis of driven piles - by Toufic Elias Smayra

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dc.contributor.author Smayra, Toufic Elias
dc.date.accessioned 2012-06-13T06:42:19Z
dc.date.available 2012-06-13T06:42:19Z
dc.date.issued 1994
dc.identifier.uri http://hdl.handle.net/10938/4928
dc.description Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1994.;"Advisor: Dr. Mounir Mabsout, Assistant Professor, Civil Engineering -- Members of Committee: Dr. Mohamed Harajly, Associate Professor, Civil Engineerin
dc.description Bibliography: leaves 88-90.
dc.description.abstract The analysis of axially-loaded driven piles is examined in this study using a finite-element model. The three-dimensional model accounts for the nonlinear behavior of the soil undergoing large deformation. The simulation of the penetration of the pile in
dc.format.extent xv, 90 leaves : ill. cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:003589 AUBNO
dc.subject.lcsh Finite element method.
dc.subject.lcsh Piling (Civil engineering).
dc.title A simplified finite-element approach for the analysis of driven piles - by Toufic Elias Smayra
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering


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